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0052 GEORGE STREET
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'�.-_,;-"-,:F","w�"'.��I�:,"-',p!�'����,;"'1,";'.,"l_",,'!:_"�,1.".���',1,�'","-',:�"'-,',�, ,-,.,-,"''�.' ..�,�.,."''"".'''',,,."',,."1"�'�-'�'p-,�'�.-'�,1�"��'-,_:"'-,'�',.",.-��.!.�',',;���v'" '.:'","�-""J'_' .�. .�. .. , u :... - .. t.,, ..._ a ...., n ^ .v,.. .. 5 r.. t.. • .. �.,,. ,.....n .. . , d.,.,.... , .. ,. r .., -. r ,. . ,. .)g, ., ,1.. .. , ..y.:., r ...,. r :. _. ..<,', .:.. .. _s ,f 1. 1_.,...,. .. . ,r f e.. .; ... . .... .. ...-. ,.._ ..,. .. r .. n t ,. .:..,_. ,._. r , "Y r,..«r .,.f;f- ... r , - 1 j i Ail+ � _\�'__ , _f - I I , .. .. ., .. . - b r ..r 1 .'t , .,, .. ,.< `. ,lr_. r„ - :f Commonwealth of Massachusetts Sheet Metal Permit Date: X-PRESS PERNOT Permit#_ I NO '1 f ! Estimated Job Cost:$ "0100 2 5 Z�i� Permit Fee: $ �5-- Plans Submitted: YES No Plans Reviewed: YES NO Business License# 30 TOWN O ROUJI Micense# Business Information: Property Owner/Job Location Information: Name: ds j O f+ ( Name: CIrOC� � Street: 41 :0(&a' Zi t0 1�1 - Street: 2 �P�p(�j to S`_(`,Q f_E-- I City/Town: � "t l(in �Yt� tYbCity/Town: Q2�30 Telephone: 6 � ��Z �i ��C/ Telephone: Photo I.D.required/Copy of Photo I.D.attached: YES X NO J-1/M-1-unrestricted license Staff Initial J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft./2-stories or less Residential: 1-2 family ,X Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. ' 6 over 10,000 sq.ft. Number of Stories: Sheet metal work to be completed: New Work: Y Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney Vents - Air Balancing Provide detailed description of work to be done: 3 - Zo�ES T� Ana. ,P, ( i re cl V&)T_� 5 � S p ,`�'• Wit, INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yesf No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: // A liability insurance policy " Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ❑Master Title ❑Master-Restricted City/Town ❑Journeyperson 7ignature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ 9 Check at www.mass.gov/dpl Inspector Signature of Permit Approval 'Jun. 19. 2014 6:20AM No, 3695 P. 2 QgIKE R I MUMMA { x Town of 13aarngtable Regulatory Services Richard V,Scali,MrBotor `,1,U,�,.• .� Boilding Division Thomas perTm MC) 1 Building Commissioner 200 Main 5tteet, RyMis,MA 02601 wi9W.1awia.barnstable ma.as Office: 508-8,62-403 s )Fax: 508-190-6230 it ` Propetty (d er Must ,9 fJ A. a Cob aplete and Sign This Section If Usmig A Buffdet r� ,as Owzaer of the subject pxopeatq hereby aurbo&etilt aby 11 y J ' to act on my behalf', ii,all m atters relative to work ar thw ized by this b C Pala p e tpoit application fox: (Ar1cltas of Job) at. A I.Signa } of ewner Y7abc 'V •� p'&tNa=e ' i If)Property OWher is applying$or permli please complete the�Jomeawners License EXemption Form on the I reverse sidle. i { Q:IWPF=%FORM\BuildingpennitfornuTMR1-SS.doo i iev4se+f 061313 i I rff I N / Q3, Y 1 O, Qj �.11.7' 80, N Exist. Gar. ,I Area Zs o• / I pI J/1,806± S.F. p 0.27f AC. V T ti- Exist. Fdn. TOF= ` ; 16.5 J• 20.0' (NGVD) / 15 1 3.0. N 6?9 / �L 10.. - to STREET ADDRESS: #52 GEORGE STREET ASSESSORS MAP 319 PARCEL 76 DEED REF.: BK. 13535 PG. 170 PLAN REF: PL. BK. 376 PG. 39 OWNER: RODERICK H. AND JUDI7H A. CROCKER TOWN OF BARNSTABLE ZONING BY—LAW ZONE RQ I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS : KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION. FRONT = 20' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE = 10' OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. REAR = 10' PROPERTY LINES SHOWN HEREON `MpvMggs WERE COMPILED FROM AVAILABLE 10 eoyG ° TERRY m� PLANS OF RECORD AND VERIFIED o� ANN y ON THE GROUND. " WARNER No.38721 g "AS-BU/L T" THE FOUNDATION DEPICTED ON THIS �� PLOT PLAN PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON OCT. 24, 2013 AND /'�•� EXISTS AS SHOWN AS OF 7HE DATE BARNSTABLE, MASS/D f/ OF LOCA770N. SCALE. 1"=40' OCT. 28, 2013 7HIS PLAN IS FOR PLOT PLAN 7FRRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED DESCRIP77ONS OR HARWICH, MA. 02645 ESTABLISHING PROPERTY LINES (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 13-140AS ' ® a6t3 6 r ' TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION 4 Map Parcel Application #c?c (� Health Division Date Issued/0 _� 3 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address c5a Ef 0" W,� Village Owner !C_ d cJJ:I V I 1 ]A,V Address n ( I� Telephone Permit Request ©7 r Pk BSI 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed i6iTotal newts -Zoning District Flood Plain Groundwater Overlay V A Project Valuation` ID Construction Type Lot Size fo Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes dNo On Old King's Highway: VYes ❑ No Basement Type: ❑ Full GYCrawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing a new;:' Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Rooms ount .' i Heat Type and Fuel: CLI/Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coa stove: L_?(es 0 No o an Detached garage: ❑ existing few size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ nd% size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use AS i0&,1 i I gL- Proposed Use r.�rc, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) v-4 I <6 Name Telephone Number j �0 "7-7 I Address ;J ���VX License# �l U1 Home Improvement Contractor# Worker's Compensation # �.. �� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO O n 5/ �l SIGNATURE DATE FOR OFFICIAL USE ONLY - APPLICATION# DATE.ISSUED r r MAP PARCEL NO. ADDRESS VILLAGE OWNER d DATE OF INSPECTION: ¢-,FOUNDATION:° -;,i,i,. �,y 5F(,)tjN A `l(!N FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL RNAL BUILDING` DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Building Department - 200 Main Street ELAMST"LE, * Hyannis, MA 02601 9 MASS � o39 a.�' (508) 862-4038 Certificate of Occupancy Application Number: 201306903 CO Number: 20140083 Parcel ID: 319076 CO Issue Date: 07/02114 Location: 52 GEORGE STREET Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PATRIOT BUILDERS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed r - - r �tHE TOWN OF BARNSTABLE B.1"'imng 201306903 * BARNSTABLE, Issue Date: 10/07/13 Permit MASS. 039.� Applicant: PATRIOT BUILDERS prFD�A Permit Number: B 20132435 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/06/14 Location 52 GEORGE STREET Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 319076 Permit Fee$ 2,677.50 Contractor PATRIOT BUILDERS Village BARNSTABLE App Fee$ 100.00 License Num 072814 Est Construction Cost$ 525,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 4 BEDROOM SINGLE FAMILY HOME-SMOKE DET CTQ>fS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: CROCKER,RODERICK H JR&JUDITH A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 5 CURRIER CT INSPECTION HAS BEEN MADE. LEXINGTON,MA 02173-2246 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS-NO RIGHT TO OCCUPY.ANY STREET,ALLEY ORSIDEWALK OR ANY PART.THEREOF,EITHER TEMPORARILY OR PERMANENTLY:'ENCROACHMENTS ON P IC PROPERTY;-NO .; .. SPECIFICALLY PERNUT 9D-UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION,, STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE Z; OBTAINED FROM THE DE PARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF THIS PERMIT DOESNOT'RELEASE THE APPLICANT FROM THE CONDITIONS OF:ANY APPLICABLE SUBDIVISION .RESTRICTIONS. .. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: �- 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). .- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 s�►� ley >c �Z -�Z _/� 1��� �n� 1 � 711011 n, 2 ��p b, I� - Its 3 1 Heating Inspection Approvals Engineering Dept 4— Fire Dept �y Z fi< oa fir.Hea - �1� September 30, 2013 Town of Barnstable Office of the Commissioner of Bldgs 200 Main Street Hyannis, MA 02601 To Whom It May Concern: Please be advised that I have contracted with Patriot Builders to demolish the existing dwelling and construct a new dwelling at 52 George Street in Barnstable and grant them permission to file for all permits on my behalf. Sincerely Wditra6 CAPE COD BAY LOCUS m N �° Benchmark set 4(1 Q Q a Tagbolt on hydrant pip ,� EI.=18.43(NGVD) 4 2 ppp Z� N S 64" O 3 COMMERCE O ROAD 17 LOCATION MAP 4 J 16 \ PARCEL 76 (11,801 SF) \ h \ ASSESSORS MAP:319 PARCEL:76 \ PLAN BOOK:376, PAGE:39 _/ 16' FLOOD ZONE:C /— 20, 6' / GARAGE ED 4' / 16 ` QfiE 24' / 17 c 0 s `� U0 ma0 �S 21, .00 m O s h sc Q a ,00"ce/'e%o, g4tc°i F �a EXISTING SHED ^o 2y,`3,4Op 2p• ti TO BE REMOVED �0 rs s rr CO � rs• � b i i 3>• EXISTING SEWER WYE EXISTING DWELLING (APPROX.5.5'DEEP) / \� TO BE REMOVED EXISTING TOP OF 4� ory FOUNDATION=16.08) Hs4'es� \ 3�3 •, � 1 0' 30' 60' 15 SCALE:1"=30' SITE PLAN LOCATION: 52 GEORGE STREET, BARNSTABLE, MA (ASSESSORS MAP 319, PARCEL 76) PREPARED FOR: RODERICK&JUDITH CROCKER BdALAN SCALE: V= 30' DATE: 8-9-13 REFERENCE: PLAN BOOK 376, PAGE 39 BASS RIVER ENGINEERING P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 PROFESSIONU ENGINEER Bk 13535 P9170 #7457 02—�2-2�01 @ O2� 12p QUITCLAIM DEED E. A. We,Walter Beevers and Mary^Beevers,both of 159 Hartford Street,Natick, Massachusetts For consideration paid in the sum of Two Hundred and Seventy Five Thousand Dollars $275,000.00 Grant to Roderick H. Crocker,Jr.,and Judith A, Crocker,husband and wife as tenants by the entirety,both of 5 Currier Court,Lexington,MA 02173-2246 WITH QUITCLAIM COVENANTS The land in Barnstable with buildings thereon,in said county, described in two parcels as follows: Parcel I �-� Lot 35 as shown on a Plan of Land in Barnstable, Stanley M. Dore,C.E.,more particularly bounded and described as follows: o� �) NORTHWESTERLY; by George Street; NORTHEASTERLY: by Lot 34 shown on said plan: SOUTHEASTERLY: by land of owner unknown;and SOUTHWESTERLY: by Lot 36 shown on said Plan. Parcel I 1 Lot 36 and 37 as shown on a plan entitled "Smith-Cobb lot,Barnstable,Massachusetts conveyed to George Cobb by Albert C. Smith"'dated August 27, 1921,1.H. Smith, Surveyor, recorded in Barnstable County Registry of Deeds, in Plan Book 9,Page 7. Conveyed also hereby is an easement from the granted premises across George Street as shown on said plan to and across Lots 9, 10,and 11 as shown on a Plan to Harlow Road now recorded Harbor View Road for purposes of installing water and gas pipes underground and repairing and maintaining same. c� Said grant is subject to an easement to Barnstable Fire District dated November 12, 1947 recorded in Book 682,Page 434. Being same premises conveyed to us by deed recorded May 7, 1999,in Book 12252, Page 349 at the Barnstable County Registry of Deeds. I Hk 13535 PU i 7 1 #7457 W' ess our hands a eats this 29 th day of January,2001. COMMONWEALTH OF MASSACHUSETTS Barnstable, ss January 29,2001 Then personally appeared the above named Walter Beevers and Mary Beevers,and acknowledged the foregoing instrument to be their free act and deed,before me, Notary Public My Commission Expires: 09-23/05 ��'' ---------------------- BARNSTABLE COUNTY REGISTR D££DS COUNTY � TAX; F D1EEDS -----------------�'�` B OLE DATE 02.02.'01 FRI 02/02/01 2134PM 01 00M 01301 'r A X $627.00 TOTAL. $627.00 FOE $940.50 CHECK $627.00 CASH *940.50 CLERK 1 NO.017752 TIME 14:16 1111 BARNSTABLE REGISTRY OF DEEDS r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2a.1)1 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust):...........-...................................................... ..................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2. stories <_2 stories V RoofPitch ..........................................................................(Fig 2) ........................................... <12:12 MeanRoof Height ........................................................... (Fig 2).............................................�J .ft s 33' BuildingWidth,W ...............................................................(Fig 3)................................................-Aft s 80, BuildingLength,L ..............................................................(Fig 3).................................................�ft <-80' Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................11Q s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)...............................................; 0:5 6.8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................... ................................................................ NiAr 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 54'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... &D in. Bolt Spacing from end/joint of plate ............................(Fig 5).....................................�in.<_6"-12" Bolt Embedment-.concrete.........................................(Fig 5).................................................�in.>7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in._> 15" PlateWasher...............................................................(Fig 5)................................................>_3"x 3"x.1/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............... . ft_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......... -� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall........:..... (Fig 8)............................................ ....... ft s d Floor Bracing at Endwalls...................................................(Fig 9).................................................................... _11,z</ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................... .,...... Floor Sheathing Thickness .................................................(per 780 CM Chapter 55).......................3 in. Floor Sheathing Fastening.................................... .............(Table 2).. )Sd nails at min edge/J2.infield 4.1 WALLS Wall Height Loadbearing walls....... ................................................(Fig 10 and Table 5)...........................Aft <_10, Non-Loadbearing walls............ ......... ............... .........(Fig 10 and Table 5).............................<:� ft s 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................j(6v in.s 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ ft s d } 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls......:.................................................(Table 5)..............................2x ft l in. V Non-Loadbearing walls................................................(Table 5)..............................2xO-�ft-in. Gable End Wall Bracing' /Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 pj 4 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft>0.9W . and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11)........................................:..................... -� or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate I Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails)....:.........(Table 6)...................................... ....................�2 f AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(ego CMR 5301.2-.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)...................................................... 2-- Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..................................................... ..� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) /Header Spans ........................................................(Table 9)..................................__d�ft--C) in.s 11, J� SillPlate Spans ........................................................(Table 9)..................................eft cd in.<_11' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for comp) nce to Table 9) HeaderSpans........................:....................................(Table 9).................................. &, ft Q in.s 12' Sill Plate Spans.........................:..................:..............(Table 9)..................................T,�ft 0 in.— " Full Height Studs(no.of studs)....................................(Table 9)....................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .......... .....................................................................&<6.8„ SheathingType..............................................(note 4)......................................................e Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................&in. Field Nail Spacing..........................................(Table 10)................................................. �in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing.......................(Table 10).................................................. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............ ......... Maximum Building Dimension, L Nominal Height of Tallest Opening2.......:............................................................... 6,8„ SheathingType..............................................(note 4)...................................................... Edge Nail Spacing:.........................................(Table 11 or note 4 if less)........................in. Field Nail Spacing..........................................(Table 11)................................................. r 2-in. Shear Connection no.of 16d common nails Table 11 Percent Full-Height Sheathing.......................(Table 11)...................................................5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS / Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) 1/ Roof Overhang ................................................... (Figure 19).............._'�'ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors UPIift........:.......................................(Table 12)............................................U=203 plf Lateral.............................................(Table 12).............................................L=-Mplf Shear...............................................(Table 12)............................................S=-V plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)............V...................T= ! plf Gable Rake Outlooker......................................... (Figure 20).............. & &s smaller of 2'or L/2 L-_� Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=#7 lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ ^/ Roof Sheathing Thickness........................................... ..............................................'IZ-in.>_7/16"WSP 1/ Roof Sheathing Fastening.............................................(Table 2)......................................................... Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14. d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. r AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment "WHEN THis EDGE REM ON FRAMING UM8d NA" AT6'o.lc. n 11 11 rl 11 1 ' !I 11 11 1 1-I it 11 11 ! 11 II 11 11 11 11 11 11 ' 11 11 11 H 11 ,r 1 1 1 I I 64` 1 Y 11 11 II 1 O ll �j'F 1 Ir F it ii a ' t OD ll a I 0 l tl ❑ Ir 1 py n 1,1 I Jt i t R i I! 11 1 Iti 1 II �j VI It 1 li 11 � 1 I-0 1 1 � 11 it ll rl 11 NAILSPACWG _..T�, S See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i Y AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 f r � , I k i!!; i Gil �6o iE li FRAMR4 MEMBERS a I Ii i � EDGE R�[TERMFDIhT£ � �� i STAGGERED 3"MCI. NAIL PAT FERN PANEL PANE_EDGE +' DOU&F NAIL EDGE SPAMG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment f "'\fREScheck Software Version 4.4.2 Compliance Certificate Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 52 George St Barnstable,MA Man R9 , Compliance:6.6%Better Than Code Maximum UA:379 Your UA:354 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cont GlazingUA Assembly or or D•• Perimeter U-Fact Ceiling 1:Flat Ceiling of Scissor Truss 832 38.0 0.0 • Ceiling 2:Cathedral Ceiling 25 360 38.0 0.0 10 Wall 1:Wood Frame, 16"D.C. 2814 21.0 0.0 Window 1:Wood Frame:Double Pane with Low-E 1 302 94 0.310 4 Door 1:Solid 42 0.160 7 Door 2:Glass 126 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 0.320 40 P 1347 30.0 0.0 44 Compliance Statement: The proposed building design described here is consistent with the building Vans,specifications,and other calculations submitted with the permit application.The proposed buildin"igned e 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirementtion Checklist. el-lkldA�13 Name-Title Signature Date Project Title: m-. --,. ---�-- n�r� ci Reonrt d;;ta• ngi:4ni7z REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.160 Comments: ❑ Door 2:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title: s- orts fiinnnmo• ReDort date: f1Q/An/1A (e).Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. O All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in,w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 203.1 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 304.7 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 152.3 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 101.6 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Ll Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ® For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: t ® Circulating service hot water pipes are insulated to R-2. ® Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ® HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title: r,%-4. _____. I RPnort d;;ta• novanviq i ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated❑ swimming pools have a cover on or at the water surface.For pools heated v P over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage> 15 and<=40 (a)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: ^ Rannrt na/4nHQ A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ZI-0 -36,o (�PS- Map I Parcel U Application # Health Division Date Issued /t 7r.�3 10 Conservation Division Application Fee CJ� Planning Dept. Permit Feet Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address <)) V(, Ab�&I- Village �� l Owner &ANA CAT-U Address6 ff) Telephone Permit Request LAI ( na ( ho hk&�J Square feet: 1 st floor: existing proposed I 2nd floor: existing proposed Total new Zoning District C4 Flood Plain Groundwater Overlay Project Valuation l/ Construction Type Lot Size _ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 31' o On Old King's Highway: ZYes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil " ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stoves LJ Y8 ❑ No Detached garage: ❑ existing knew size—Pool: ❑ existing ❑ new size _ Barn: ❑V,,xT ting O6ew =ze_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: =v Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ v Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .y h4la W)N �L 0-77l Name Telephone Number Address( l 1�ymK, CJ v License# (11 - ( I a �na /Q�I�p Y Y I 4 Home Improvement Contractor' # ail: fff 10W-"o-rker's Compensation # U�l.� �v y' ALL CONSTRUCTION DEBRIS RESULTING FROM IS PROJECT WILL BE TAKEN TO yY l 5/ 1 k_ 1 SIGNATURE - DATE F `F FOR OFFICIAL USE ONLY - a - APPLICATION# s - _p ;,_..DATE.ISSUED.. MAP/PARCEL NO. ADDRESS VILLAGE P- OWNER r DATE OF INSPECTION: DFFOUNDA-T.IONt�R�n�: .�',;: �!)"���u��, ,• - - FRAME ,a `�.INSULATIONA A T�A+'_?L I. ' FIREPLACE ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ,. FINAL BUILDING..;. - DATE CLOSED OUT ' ASSOCIATION PLAN NO. CAPE COD BAY LOCUS LN N m SUNS ,` Q CO -� �� o° Benchmark set O� Tagbolt on hydrant O� � ,', EI.=18.43(NGVD) sT ti CEO J� N S 6qo COMMERCE O41 dip O� 785770 16 LOCATION MAP "F ROAD =^pqj // 17 \ \ PARCEL 76 (11,801 SF) / ASSESSORS MAP:319 PARCEL:76 \ PLAN BOOK:376, PAGE:39 /� 16, FLOOD ZONE:C 2 0 6 I / PROPOSED 8' s 16/ /POF�&0SEO GAP4E �14• // 17 77 S uQ1\ �0 r / vm � wo n e 71 oco c i Bch ned test F ra EXISTING SHED ,� j ?4• jD/� ?�. N^ TO BE REMOVED 15 �O ? rO °�aOR " n� b pM ? h i 76S 77 CO EXISTING SEWER WYE i �s EXISTING DWELLING (APPROX.5.5'DEEP) / \� TO BE REMOVED (EXISTING TOP OF nee o FOUNDATION=16.08) ^/64 3)9> \ ^ t 37,E 0' 30' 60' 15 SCALE:1"=30' SITE PLAN LOCATION: 52 GEORGE STREET, BARNSTABLE, MA (ASSESSORS MAP 319, PARCEL 76) PREPARED FOR: w RODERICK&JUDITH CROCKER SCALE: 1'°= 30' DATE: 8-9-13 REFERENCE: PLAN BOOK 376, PAGE 391 BASS RIVER ENGINEERING P.O. BOX 1163, EAST DENNIS, MA 02641 508-385-3426 PROFESSIO ENGINEER AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 GZ —V&rftW;o 4NI_ - Q Check 1.1 SCOPE Compliances Wind Speed(3-sec.gust)................................................ 110 mph V .................. ................................................. Wind Exposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) / _stories 5 2 stories RoofPitch ............................................................ (Fig 2) <_ 12:12 .............. ........................................... Mean Roof Height ..............................................................(Fig 2)............................ ft <_33'................... Building Width,W ...............................................................(Fig 3)............................................... Building Length, L ........................ .3 ft 5 880 ......................................(Fig 3)................................... �ft � 0' .............. Building Aspect Ratio(L/W) ...............................................(Fig 4).........................• _ _<3:1 Nominal Height of Tallest Opening2 ............""""" ........................(Fig 4)................................................_IS_<6'8,. 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................................................. Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general Table 4 _in, Bolt Spacing from endroint of plate .........:..................(Fig 5)..................................... in. <6" 12" Bolt Embedment-concrete.........................................(Fig 5 Bolt Embedment-masonry.........................................(Fig 5 in.>_ 15" PlateWasher...............................................................(Fig 5)....................... �:3„x 3„x 1/4, 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)......................... t Maximum Floor Opening Dimension......................... . .......(Fig 6)................. .............................._ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...................... Maximum Floor Joist Setbacks ""... ' Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft <_d BOG Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d MA Floor Bracing at Endwalls...................................................(Fig 9)...................................................... - Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55). in. t Floor Sheathing Fastening ..... ..(Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5) L ft :5 10, J�........................... Non-Loadbearing walls.................................................(Fig 10 and Table 5)...........................A!-ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)....................&in. 5 24"o.c. lC' Wall Story Offsets ........................................................(Figs 7&8)............................................ ft <_d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.................:......................................(Table 5) .......2x_&40_ft_1) in. Non-Loadbearing walls................................................(Table 5)..............................2x-6-- !<J ft-0-in. 1� Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)......................................: _� ........................... SP Attic Floor Length................................................(Fig 11)............................................. :? ft>_W/3 :1L- Gypsum Ceiling Length (if WSP not used)...................(Fig 11)............................................Z!L)ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays t� Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................... ..................ft Splice Connection(no.of 16d common nails)..............(Table 6)...................... . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)........................... 2........................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)........................................................� Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._3 ft O in. <_11' SillPlate Spans ........................................................(Table 9)..................:............... ft Q in.<_11' r/ Full Height Studs (no.of studs)...................................(Table 9)........................................................,. Non-Load Bearing Wall Openings(record largest opening but check all openings for comp) nce to Table 9) HeaderSpans.............................................................(Table 9).................................. ft 40 in-5 12' SillPlate Spans...........................................................(Table 9).................................. ft v in.5 12" s/ Full Height Studs(no.of studs)....................................(Table 9)............................................I........... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... 6,8„ Sheathing Type..............................................(note 4)...................................................... GO.b c/ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................._in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10) % 5%Additional Sheathing for Wall with Opening>6'8"(Design Conc(3, ts)................... Maximum Building Dimension, L �qq lri."'4i�' o.4. Nominal Height of Tallest Openin g ........................................................................6(5 6,8„ Sheathing Type..............................................(note 4)............. Edge Nail Spacing......................... ................. ........:.......(Table 11 or note 4 if less)........................ Field Nail Spacing..........................................(Table 11)... in. Shear Connection (no.of 16d common nails)(Table 11 Percent Full-Height Sheathing.......................(Table 11)........................... ° Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Ratedfor Wind Speed?.............................................................. ............................ .................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) (� Roof Overhang ................................................... (Figure 19).............. ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=�J If Lateral.............................................(Table 12).............................................L=�plf _ Shear........................................:...... (Table 12).......... .................................s=_Aj2 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= Zplf � Gable Rake Outlooker......................................... (Figure 20).............. ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=__�AA Ib. Lateral (no.of 16d common nails)...(Table 14).......................................L=_f cQlb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ RoofSheathing Thickness........................................... ..............................................i?fin. >_7/16"W P Roof Sheathing Fastening............................................ 2 Table Notes: ( )......................................................... 2 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment .'WHEN THIS EDGE FUMM ON PRWNG USE8d NAILS AT6br— u n ti 11 11 1 it 11 11 11 11 11 If II 11 11 1 71 11 11 1 11 M 11 •r /1 I l N 1 li K 41 Yr IF•� j it a 11 I 0 :I a z co h {� I� 1% all ii 1 1 � ii 11 Ir / - i Il 1 (ga� 1 1! {1 Ir V9 1 d ii 1 Lr II 11 W 1 1 I1 11 � 1 IA t 1 If rl 11 DOUOLEEAGE `---- rL41LSPACihN3 PANEi { v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance c7so CMR 5301.2.1.1>1 6 � + r 1 T Id Q I i FRAAgINGMEMBEI� o, I � EDGEE[TERhAFD1AT£ "-`:i fi e 9/8 i i r m _ STAGGERED 3010 MAIL PAT tERN PANEL PAWL EDGE DOUBLE NAIL EDGE SPACING DErAL Detail Vertical and Horizontal Nailing for Panel Attachment i Li The International Residential Code(IRC) and the prescriptive portion of the International Building Code (IBC) allow a builder to construct wood frame buildings without an engineer by following the code: Lateral wall bracing requirements of the code prescribe bracing of each exterior wall using braced wall panels at or near the corners and at prescribed intervals throughout the structure.The construction options of these braced wall panels are outlined.in 18C 9368.03 and IRC 602.10.3. The most commonly used of those options are 4 foot wood structural panels with prescribed fastening:A common issue when following the code requirements is proper bracing around garage doors.These return walls onside panels are typically:narrower than 4 feet. Narrow Wall Bracing Option(Added In 2004) There is a newer bracing option which allows a narrower:section'of braced wall. This alternative is described in.the 2006 IBC Section 2308 9.3.2 and the 2006 IRC Section R602.10.6.2. This system Is used by following: the prescriptive provisions and engineered plans are not required. However, there are design hmitati'- when using prescriptive provisions.. These limitations are,called out in'the 2006 18C 2308.2 and the 20Q6 IRC R301. Check with a local.build- ing official if you are unsure,which provisions apply"fo your area: Extent of header Double portal frame{Two braced:wallpanel5) Extent of header _ Single portal frame(One liraceii:wall panel)` y ° I Min.3 X 1125"Net Header ', ' ie i it 7-1 t , .�� Fasten top plate to header with two `I Typical Portal r'� • •!• i rows of 16D Sinker nails at 3"O:C.TYP. 1000 LB t'' Franie �h; stray con5trurtion 1000 LB Strap opposite Sheathing Fora panel splice I: ;•1 Fasten sheathing to header with 81)common or (if needed) panel galvanized box nad5 in Y grid pattern as Shown And edges 5hall'be l! Max: a; 3"OaC.in all framin studs,biockin: and sills)TYP. blocked;and occur Height .1. 9( 9,_ '` `y within 24"of%midheigtit One Fow of TYP.5heai h rig , ,•, "• Min,width=.16 for one story structures - s to framing nailing i6 1 ' Min.width=24"for us_e in the first of two sif ' re ulred I .; 5toiy'structures q (; If 2 X 4 blocking i5 •�. .l Min.-2 X 4 framing Min used the 2 k 4 must J "` double be nailed together ' "l 3/8"min thickness wood 1" 2 X 4 Post wi,,h,(3)16D sinkers •�c 5tructuraf panel Sheathing i I� Min.4200 LB tie down'device:(embedded into ` i .. i concrete and nailed into framin. i tie-down device. i• is ; 5ee:5ection 1 602-10.62 -�- � t A a .k _ - t i Portal Frame Reprinted dourtesy of the APA ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING a STRUCTURAL (IRC Figure R602.10 s 2) D CONNECTORS Hardware�options for,the specFfied'connectors:and c#qrfecl gr6det5h%iarq�Ve, �n 1Ftie back rde ofa�hisidocumenl- A MiTek'Company 13 0 ® o 'as� Y EMBEDDED STRAP INSTALLATION HEADER CONNECTION DETAILS 16"min.. Min 3/5",prood Structural 9r 24"� Ao panel with fa4.nails at Y O.C, _ 2 rows on each side oil=vertical Fasten top plate to �= leg of portal frame: header with two rows (ZX)2 X 4 study ,'' 4200,LB min.capacity of 16d sinker nails or 4X posts at 3"O.C.typ. v 5trap Tie-Downs Fasten sheathing to header with 84 common or galvanized Optional `{ box nails in 3"grid pattern location for strap hold , 5 �!1 as Shown /6 X 12 Standard } u down Anchor Bolt and ' �—(2X)2 X 4 studs Plate Washer or 4X post Min.3/8"wood structural i x panel With 64 nailg Single heated O C.(2)rows on each side l H, of vertical segm.'ent on the ..fi sill.plate portal frame DETAIL A Outside -- Con5ult,local.building code for reinforcing requirements: * . DETAIL C Outside(Bottom) 5heat'hing / '*,—j000 LB strap Front Side t each side Portal Frame Connection Options Connector as Called Out LISP In Portal Frame Drawing Stock No. Fastener Schedule',2,3 f 4200 LB Tie-Dawn Device STAD1.4 (38)16d Sinker ; HPAHD22 (23)Ad Sinker 1000 LB Tie=Down Device LSTADB {24)16dSinker for APA Sing le,Portal Frame STAR10 (28)16d Sinker DETAIL B RS,150 (18)_1Otl Inside: LSTA21 (16)1 Od 1000 LB Strap ST18' (14)16d RS100 (14)"Y10d LSTA1.8 (14)'10d 3 ga�3"x 3 Plate Washer BP583._ -_ HRPS58 8d Conirnon 8d Common :16d Sinker: 16d Sinker 1)Minimum.nail.emb.edment shall be 1-5/816r16d nails and 1-1/2"for 10d nails. 2)Minimum quantity of WilbhOp'to_be installed with equal fasteners.at each end of the connection: 3)1 Od x 1`1/2"nails are 9'gauge`(0.148"diameter)by 1'-1/2"long. _ USP supplies quality products to build Stronger Safer.Structures Customer service: Manufacturing: Warehouses: lltt Burnsville,MN Montgomery MN, Corona,CA D STRUCTURAL Phone:1-800-328-5934/ Livermore, CA Houston,TX CONNECTORS' 1-952-898-8772 Largoi FL Lumberton,NJ A MiTek°Company Fax:1-952-898-8605 Thornhill,Ontario Qy�FI ETD�y TOWN OF BARNSTABLE r SAUSTABLE, i 11639- 1 unr A,- BUILDING INSPECTOR i�L�APPLICATION FOR PERMIT TO. TYPE OF CONSTRUCTION .. .............2- ........................... ? ......./.. . .. .3�........19.. TO THE INSPECTOR OF BUILDINGS: The undersig ed hereby applies for a permit according to the following information: Location ....: ........... ....::........... .... .....................�r.../ % .:........................................................................... ProposedUse ... ......✓ ................................................................................................................................................... ZoningDistrict ............/Fi.d :..................................Fire District .............................................................................. Name of Owner . .. . ................` 2.......... .............Address .. ... ..... . ..................... Name of Builder `! "l.. ) . ............� ` e'..............Address ... ............ ... Name of Architect ..... .. ...... ....... ....................Address .. <ltiti........... ................................... C.'�c'q GrdL Numberof Rooms ....... ......................................................Foundation ..s...—.............................. ........ r Exterior .... ..... Roofing .. ....... ...................... ....... ........... ....................................... 1..4 .... ..... .. ..... ...............✓ �. c� �................ Floors ... Interior ... .............. '�Pl�u tu b i n g Heating ................................ ";?........ .e..... ............................... Fireplace /"v ;�"..✓ roximatP Cost l• . - -e. .. ........ .". ...... ........... ... .......................... ......................... Difinitive Plan Approved by Planning Board ________________________________19________ . F75- S'�. Diagram of Lot and Building with Dimensions 0 % . e ty <o y3� d �/D-a I hereby agree to conform. to all the Rules and Regula' ons of the Town of Barnstable regarding the above construction. Name . ......... CGS' . Evans, Maurice | No J[ — one � ���°�� Permit for .—.� —--- . . . single � . llin —'����r��'��.���..���.........�.________ Location ---.!������.�������-------- ` Barnstable > ������������������........................' � Maurice Evans Owner ------________________ � � ` Typo of Construction -------------^' / ' | -----------------------'--- \ � 8& �� ^Mo* ---------. Lot —..3�--= ........... ., _ . ' Y ^ Permit Granted .....D�rch..23................. A65 Date of Inspection ------------lV - ' \ Dote Completed — .— *�...1p6J~^ | � { \ PERMIT REFUSED � ^ / ----._--------------.. 19 � ( \ ` 1 __________________________. n \ ----.--------------..--.~--- . � \ -----~—'---~^^--'---^^—~----'^ \ -------------.--.----.----.... � Approved ---------------- lV y � � ----------------------..---. i , � ...............— .......... ................................................ ! � ` ti� i I I i wFaTHER®wor 'WEATHERED WOOD' j i / \ WA.SMHGLF.S j PREOPPEDiN LWL BHN13LEB BLFALMNG D0.POWWOW BLEA06N6 a --.. U.UJIJF - --- LL REAR ELEVATION LEFT SIDE ELEVATION RIGHT SIDE ELEVATION FRONT ELEVATION va. a.,•- L J 0 TatCONSIRLACrION, ---------------------, r7 DItl 16.OL W/p VI i I I "'•'� �r� j CDX SNFATMWI6MFTBl51E 30 YR \ I i I Mom: ti7 C� r $ MARFLTNAL \ t ' . I 7 SHINGLES 0Y6t LM i�Li PAPEL PROVIDE SCUD BLACKING 0IST / L-NCOUARTM Z�7 TWO BAYS EACH END OF •IFe.C. I I I i BUILDING I I I _"• 110 w.s •XI'Pl. �• -1FT/N.107lEQFr ---------� I I '�// / ArrAawleL ,�6MAGE PLATE I ------------ Iacl GARAGE § TL7 GAW 4•CONCRETE SLAB W/FUR MESH � PLATE NFASHT � I COMPACTED Fl � MRwr+vncT®ernLs OXB STUDS 0 NY O.C.W/W.C.SHINGLESOVER I I PNrCH A --- vz mil PLYWOOD SHEAIWNG W/TIM OR EOVAL §� 41 CONCRETE BLAB W/ G FIBER MESH ON I I B'THIL X 3'9'NIGH CONCRETE F D.WALLS W/SA'MOM BOLTS SPAOEDAT Tr O.C. TDP Oi FOUNDATION I j WITH A M ®MM D'[ MENT OF T INTO I I CONCRETE ON TW X C COW.KEYED CONCRETE VOTING I i , I I e•THK.x 311-NIGH CONImm END.WALLS W/sV ANCHOR BOLTS SPACED AT Tr O.G ________________.. ------------ CONCRETE.ON T-C X 10"CM.KEYED CONCRETE Foarw CROSS SECTION®GARAGE o a 4 B e ro MAP/PARCEL M 319 P 076 EXTERIOR TRIM LEGEND:ALL TRIM TO BE AZEK CROCKER RESIDENCE 4 RAKB BOARDS: U W W SHADDW BOARD 52 GEORGE STREET-BARNSTABLE.MA ' FASCAS: Ix8 REVISi0N5 DATE: I/W3 :AS NOTED I DRAWN: DRAWING NO. _ FRIUL D(I0 Wi BED MOLDING BLDIS P Patriot Builders BlD6 PERMIT SET CORWBOARDS: DLB sna.rrb-n..4dA+luubw b - WATERTALL "WIMCAP Pb—(V)4j#4"1 r.~2."Sv WINDOW TW: W5 W/SMILL cuccr.M„c. DOOR TRIM: as DETATCHED GARAGE PLANS I I S OKE DETECTORS REVIEWED m TQm /tG� o- 7 � BARNSTABLE BUILDIN4 DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURESARE REQUIRED FOR PERMITIAG V` �' I` // \ � ,—.w�nmenwt nmau-es/ iz � i��• �\ �,\\ i 2nd ri_COF?I'I_A IF(` i� ! J _`� •\..\ i � I Lam] i �� I I!li I II it j I Ili li b II III I I �II ,III wC:N'.IG rn we 4Mw.Ps — SECOND SLIVFL-OJIZ PlP.VIN / j eciwornw —!—— .. .. .. __ ` I I I . ':. .. ..._. FIK5i SU:a°I.00R -__- .. _. -- —_ - — — — — — ———— FIRST SU6f l.G'OK� i ' ' -- rnv aF FND. neaalrt;oar— I:I..iF`' t'IZOI°O5F-t?LrFT 51t?r I;LF-VA-nON I'IZoro5er H12ow r:LEvA-noN scALc q^m r-v" \ I NK1-HfLftPA.`*Md.f.S "NA:I.'IFMO VAkW"—� u —wL.5"McL5 _ WC.411tilJ.C', Jy ii Pf8 9MV IN mrAaeNca—� SFCONP 5LP/f-LOOT' 1-,- t FL-JuR Mmv `\ . WL.amass � - nad ]d FED I� / I I'IRSr;A.II3FL-OOR FIRST'SL1C7i I.COI' _.__ G . . _ i I t'IZO♦''05FV RIGHT 5117E: ELEVATION ._... -....._---...----------_,__..___.---'��......._._------------___._.-_— L f''IZ0I"05Et2 MAR IrLEVATION MA? /F'ARC FI v 319 / F' 076 CROCKER RESIDENCE 5? GEORGE STREET - BARNSTABLE, MA REVISIONS UATE:7rz3113 SCALE, AS NOTED DRAWV: DRAWING NO. I-0 Paftiot aMlldm fif�...u•A..ar ww,uu srw � I - m a 1rnr SHEET TITLE ELEVATIONS • I RIDGC VENT..... .._..—_� I l \ _-� MN(,SEE ELEVA7'0N aoLL veNT i v'JEV"HCUSEN'RAP --- RIDGE BOAR? 'STRUCTUQAL SIZES - �\ ftAY'JARY� , , I I I I i"[Ux GL"w000 �� 2.5 O'S'C C- I"FELT PAPER- \^IINI.V:::ASS:N51.1. 618• COX PLYWOOD /"2\\ _• ,\\ RAFTER VENT 5�11L.R(x�'VALOR UAI+RIER WHERE No.L. /� \ '•f,W P. R-38 INSU �P ,\ f�• 2.10 RAFTER / %/ ,`s/ i\ i/' _\TYPICAL 1L�ALL DETAIL �/'_�TYPICAL RIDGE VENT D=TAIL. SCALE 1-1/2" "-O" 2 j SCALE 1-1/2' 1-O" rl—_ — — — —— ——— ASPUALT ROOF SHINGLES--"—"- ----_ _ I I raT_H EXISTING 1\ ,.I ipmY I I 4M1 BEA COX SNEATNING _ POCKET I" I' 1 POC<ET .\ RE&SATT NBUI._ ---------- 1 I GWD u IM COAT P LABT ER '\ O m J I ----- 1 I IF STRAPPING 1 16'O.C. ';SW`JS ----- - OB_HEADER_- - I '\ I 3 I/V cONC. F"ED I• 3-1 314 X R 7/8'LVL 1 5TL LA_LY COLUMN ICE AVD MUTER BARRIER MEMBRANE- T\ _ DROPPE OV 36'436".12"DP_ CARRY UP 3'-0'FROM CAVE '\ I I CONC.FOOTING, TYP AL. DRIP WA V. I OVER I ICE WATER BARRIER - PROVIDE 10, DIAM. ^/ / i SONOTUBC W/DIGFWT FOOTING(BP-28)FOR I I ----- /' I + Z ALUMIN.GUTTER ----- C S \ COLUMN SL PPORT 4B0`/E FIAVA_DACE ` C�-CONCRETE SLA CKFI__"/CLEAN b -A-VENT BTR1P VENT I / �_TYPICcI ROOF COMPACTED FILL • I j S_E DETAIL 2 �t"Qr, (i°��• _ I I.TRIM O� tl' -AK�- i :T f Ie1DING TYP.I I I g1sL� I ' A •' L JI 45PHALT ROO^SHINGLES a SE "E � I ; -----� r�" POC EAR/E DE—AIL SCALE ' r L— J I M �% I / 3'/2"CONC F__ED �._....BTL.LALLY CO_UMN --�� - _CC PAN/SHELF PTO I ON 96'436'k12' D°. I I I CONC 'OCT VG, TMP. --- --. .- e I I I I I e r1 _8"CONC.ION.WALL, I b sl T-----''-"'ALUM.GUT-ER . ' I -CONT CONC ITG., '..D PTO. D.G. FTG.4'-C'MIN. I L._. .�.J BELOW FIN.GRADE -- - -- CA.L RAKE.. It CORNICE - PROVIDE 12'S_4 FOOT NG FOR Q Q I GRANTE STEP. INCLUDE nA RESARS 0 12"O C.TO TIE I, IN TO FOUNDAT ON MAP /PARCEL M 319 / 076 e� CROCKER RESIDENCE FF201'05E 1P FOUNDATION Fl-_AN 52 GEON',L STRCCT — B,ARNSTA.BLE, MA ._ L.._. ._ I DRAWNG NO. REVISIONS DATE 13 SCALE: 3RAWN: Patriot.BwMders , J,ff R�IM2!-RnR66 FYI{YA 2If16 MRa IN fff!h`ISM 3}f1M , �11['_T TITL-: FCUNDATICN AND DETAILS r I ' I .� 31W r-r m\ b MASrLK'SUITE I CI +'/I DATFQ�" OA • ...... '11— ___.. .b a Qd' D �m PKt rR F�R IOf 5r.Ar SGKtiLNt•;1J � c� .✓�. •` —_f� 1 F R PCTZGN ! .a A5FE � I FAMILYk OM „ ' e WALK-IN cui ;�l _ 6 rin GLOSEr z _ DA I.1l2N A _ S E — I 'e•' w zw,n :. MUI7 I ®I ¢� POKCN Rm. I I a OINING.Wo �; KIrCNEN Q ' N I, h I I a 4 r-ar• r-4. as i as I _ ,•� �''� -- - — -... .,_� -- f MAP /PARCEL M 319 / P 076 I CROCKER RESIDENCE / •arm- --.-- __ 52 GFORG= c-REET - BARNSTABLE, MA. _ _.._...__...__. ....... -- -.....----- REVISIONS DATF:jIi}'I3 SCALE: DRAWN: DRAWING N0. P1C2OPO�T;12 F11?51-FL0OR PLAN _.-._.. 9N 1-: �,• g� �s: Patriot Bober s - n x7 _1 I I EHE }1 IIILE: PLANS - i '"` -- --- --- WINt2OW 5CNtnt2ULF T.103' tM:�' y 42 y e•T -A.f(J[N. MMI . 5— IN't R(J,Jp1(AP.NING gWWRop O: ' � � �00`J'0'S L'YJIL1.[�Nl.ti M'2MI0 )•-101/B'•Yti'�O llB' LrJ It>/.1" I tr— --. ... —;— ._ — ———l/ 2 ,Q''N 1FNJ:'JM M'I'LtAO 2'-101/B"%1'Oli 2:• 1•', // � 2 Inng�S'COUILY.-Nia M'IB>b IJ'i01/B"%4'-O/iB' `E Q� , I �",, / I O > .1ori Imo'�wwxiM cralem I•-9" u l�o v 2" ---------- -. I ® II 100 SCzr}AWMN AW2;1 2 1�/9 %2 •17/B F\ 1-T i1..___..I 1 17`-7 _� —_.... � 9CKI YRI.s aJIHI.E I I 1 J O QJ 1 1�SERES�CIN`.GM —.20r H-1 - �j I [ - sR`vrM*I DA.4H EX'fF_ IOK Tf?IM LCGGeNt2: ALL TRIM TO f3E AZEK 9 RAKE DDARGS: I X 8 W/ I X 3 51,0DOW DOAl2G e r t`A5CIA5: I x 8 50FFIr5: I X 8 -_ - - - -^ I 'IITI1Nrt � FRIEIE: 1 X 10 W/ DEG MOL DING COMM DOARGS: I X 8 v WATFRfPD1 E LOF r : 1 X 0 W/ I X 2 CAP vrJi.ies�eti�lnu h I lbbB WINDOW TRIM: I X 5 W/ 510511-L I 1ra",Ir io n 5,*B mot- DOOR TRIM: I X 5 va a vAv Q'SM1M-9f/i•`PfJ�Jvf � _....._ vlcl:c-WF rLrntl 1 Izoor 'ALL 1.11 G FI LF.rP RI HP�I I Fl HVI i /DI;m M-5 F n WO'EKING +.,,........r*' wl l -n1 r w 5PAC.E// DI:GROOM�+?_-• . I. 1 i ,/ I '-I I l .'F 4f:F FP 4 1 II :.11 1.. f•. // bI t: ...a..:•_F.':::;:r:.�y:.l r11.r:.G.:�I>I I'. / \\ 0111I1I': AF'F.I.r'r H,_ \I S' ':'FF; I::(:n'rl:: T. r[LI'I4• Ipih� Il ,1 C:I Ff IJ I F I I I I 'P �';Y:I ea 8 IT 'f' - : n'�'. ..._ e.. 15a oil F I' 1 1 AIT I{ IF,'I P L ill 1 I FIEF'IM 1 1 \. 1 K PI?OPO`-G 5F-CONI?N-00F PLAN scw.r:��•- r-o�l • MAP /PARCFI M 319 / P 076 CROCKER RESIDENCE 52 GEORGL `_iTREIT — 9-ARNSTARI F, VA REVISIONS ''DAT=' 7I23`1''� SCAT F: DRAWN: DRAWING N0. Patriot BUM&-" �_. J .[IJ RAY L•elu�.I�{MA MM. A r /4 • SH F "IT ' `4-7 P-ANS CONT"IN1;0115 RIDGE VENT 6 F� RmGE PEAM-c 2) 1 9/4"x if/3^5-� VER5A-LAM 2.0'5100 5P A,6 TYPICAL LVL/GLULAM BOLTING/NAILING _ \\ •, 1 MULTI I 3/4" BEAMS W.ROOF FRAMING 2 X 10 0 I6"O.C. •,._\/ AkC.HM(.nRAL A5F'V-IAL1%IIWZU ROOF 5Y51LM _ 1 M-126 FELT ,- 5/8"EXIERIGK FIR ROOF 51 V A111ING 51WOFOAM CIRCMA'fOR R38 IN5U.ATION _. 8 WATER 5HIEL2 51MF50N 112.5 HURRICANE CLIP 2r8 COL.LAltTV5 `� ��., `\\ � Ah IZ Ab ALUM 5C AhALE 513 OMEK [-or-Ei N 3 / m -2x10'ea16'O.C. 2 10 z x - 7x10"016' �- r I -- ''- T1'VEK Pull-VING WRAP _ -- �nni� oolnnl f�INING I'ooM 1/2' CnXI'L.YWOOn i _ a 2x651UD i \� A 6 `, II. R-19 INSU_ATION VAPOR PARRIER . 5/8"5W-°TMOCK G' A,6 r l YWOOn - i - ---- —KIDC.E PEAM-«) 1 3i A" x II %/8" A'6 \ VER5A-LAM 2 O 5C>'X 10\ 8' EXP.MATE2IPL..—.._..--'` 7<� \ __ Ib"W,x 10"11.CONCRETE-- �—� •� ;•' I `\ °`OOf1NG C 1YPICAI.> =:'. _k _,:: + ,' MAP /PARCEL M 313 / P 076 ,i CON-R-.M:A_AP -- .-.— i \� /% \ 6"coMPAcreD Fn.L CROCKER 'RESIDENCE 6 MIL MOI5fL12E PARRIEK -.... - _:- ' _ - - --- 6X6 6/6 WWr f2'1/bor SL M 52 GEORCE STREET BARNS TABLE, MA 30'-0�' RE VIS'ONS DATE:��23�I3 ;SCALE: UHAWN. DRAWING NO. 3 v 2"cONc.ra L E n PMdot Suf/dm 511:LPLLY COLUMN -_ #. „_. -� n'�.ra-w..aa►.xau»w ' CI2055 S-C110N ON "06"xI2"OF. A,6 " T'-1TI P- A5. 0 I A5 ctAr l/z"-F o" CONC.FOOTING.TYP. SE':T ON 4 r I I ri TO- DEL PLATE RAFTER 0 16" O.C. �` ^(•I ^ TI _ \:� \ --'-2.6 DDL TOP PL>TE " ./ 2x STUDS 0 16" O.C. 51MPSON SP6(20 GA) .. ,-3/4" PLYWOOD 5U9FLOOR CONTINUOUS HEADER \ EATHING; c0 H2.5 0 EA. RAFTER S I /^ i '/2"COX SW - \ I/ �� - BTM PLATE \ � O"ULTIPLE OPENINGS TOP PLATE \ .`:� "`- HEADER \ \ �\� / RIM JOIST`` / NAIL Dd COMMON \\� �. EXTEND HEADER "FULL LOT,STUD' f ` / - NAIL:O D'O.C.—l'— YI� TO KING 9'1:D �, CDR LI-LIFT STRAP • /- C- _JACK STUD-• - ^ (/ \ LOCATION --.NAIL TOP PLATE rwNDow SILL j `.I --DBL TOP PLATE - D/D'ANCHOR DOLTS BTM.OF HDR. i- \ 1�PLATE �,� w/3"x3"PLATE WASHERS 2 ROWS 16d NAILS AFTER TO.-.P_ATE CONNECTION MIN. A MBED BOLTS / I -/`- 2v 8?UJS 0 I6" O.C. FOJND4�10N— `I •\ O B OC a-j SCALE.NTH g/B" ANCHOR BOLTS® 36' O.0 �. w/3"X 3'X1/4' PLATE NASA-ER \ \\ I l {A -12 GA. 4NCHORS TYP /\ +) `•� BTM PLATE _ARR N.T.B WALL._BRACING RIM SCALE.. . _OIST / II 1 I • �`FLOCR JOISTS \RR TUDS ff HEADERS %/ �- �,i -SILT PLATE lam BC4LE- V-.0 \ V '/2" CDX. SHEAT-LING SILL PLATE -O TOP PLATE JOINT DESCRIPT'ON SEE NAI_ING SCHE.uLE NUMBER OF NUMBER OF NAIL SPACING COMMON or BOX NAILS 5/6" ANCHOR BOLTS 0 36, O.C.T MIN. 7" EMBEDMENT / ROOF FRAMING w/3'x3'X1/o' PLATE WASHER < BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EAGH END RIM BOARD TO RAFTER(END NAILED 2-'6e D-16d EACH END (C�ISII_L TO PLATE w� SHEATHING WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-:60 D-lid AT JOINTS of t STUD TO STUD(FACE NAILED) 2-'6d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) 16d 16d 24"OC ALONG EDGES 2)I6d CO1'10N FLOOR FRAMING NAI-S 6' OC — J018T TO W:L, TOP PLATE OR GIRDER(TOE NAILED) 4-6e 4-IOd PCR JD;S7 O BEAM t STRAP �.L - S"'T BLOCKING TO JOINT(TOE NAILED) 2111 2-IOd EACH END I O j? ° HTT9 :LOOKING TO BILL OR TOP PLATE(TOE NAILED) E-'6d 4-16d lACN BLOCK • —gIMP50N �—_8T4 O EA. RAFTER - I LEDGER BTRIP TO BEAM OR GIRDER FACE NAILED !-'6d 4-16d EACH JOIST O C9066 (7 GA v3) JOIST ON LEDGER TO BEAM(TOE NAILED) ) e-Sd !-IOd PER JOIST END 2 \ DISTANCE BAND JOIST TO JO18T(END NAILED) 9-Iid 4-16d PE R JOIST BAND JOIST TO SILL OR TOP PLAT- (TOE NAILED) 2-16D D-tid PER FOOT ROOF SHEATHING .•" V 7 / IKOOD STRUCTURAL PANEL: '9. i; & SONG TUBE \ 1', I ...----__RIDGE BEAM q.aR RAFTERS OR TRUSSC9:PACED UP TO 16"O.C. 8d IOd 6'CDGC/6"FIELD - RAFTERS OR TRUSSES Bo ACID OVER 16' O.C, Dd 1Od d'III FIELD .. �\ '6'. / \� I NOTE: RIDGE BTRAPS ARE NOT GABLE GNDWALL RAKE OR RAKE TRUSS W/e GABLE OVERHANG 8d :ad 6'EDGE/6"PIELD � r � �"� ? J \ REOVIRED WHEN COLLAR TIES 0- GABLE GABLE ENDWALL RAKE OR RAKE TRU6:�u/STRUCTURAL Bd IOd 6' EDG E/6"FIELD �r , " IN 1w6 OR 2,4 JMSER ���' d OUTLOOK •� G-1 ARE LOCA-ED IN THE JPPER GABL ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Sd lad 4' EDGE/4'FIELD Q - THIRD OF-HE ATTIC SPACE AND l\�� �-• a /��J J ATTACHED TO RAFTERS US NG / N -1 ATHING spoil vans EACH ENO CEILING S E GYPSUM WALLBOARD 9d COOLERS - 7'EDGE/10"FIELD GYPS.._....... /- WALL SHEATHING / _SLMP_.SON. STRONG—TIE CBQ /RIDGE BAND STRAP G CORNER STUD_.HOLD_.DOWN WOOD STRUCTURAL PANELS \ �. bG4LE N T 6 l SCALE.N.T S. _ SG4LE N T 5 STUDS SPACED UP TO 24"O.G. 8d iOd i' GDGE/12'FIELD _ I Y2 AND�'FIBERBOARD PANELS Sd - D'lDGC/6"FMLD - + iy'GYPSUM WALLBOARD 5d CooLER9 7' EDGEAD"FIELD FLOOR SHEATHING MAI' j FAf CLl M 119 P 076 AOOD STRUCTURAL PANELS 1.OR LESS Od 10d 6 CDGE/1"FIELD .. - GREATER-HAN V 10d Ib i' EDGE/&"FIELD' CROCKER RESIDENCE 52 GEORGE STRFFT - R,ARNSTARI_E, PIA REVISIONS DATE: T3 SCALE'. DRAWN: DRAWING N0. k�3OI�' Patriot Budf*m r R�O�4�q,yti<f�Z� li '. Afhwr2t•H4ntll'w6WlIL/s ��-� ° . SHFFT TITI F DETAILS r t